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Alluvial Streams:
In alluvial streams, the regime width of a river is calculated from the Lacey's formula :
W = 4.8 Q½
where W = Regime width in m, and
Q = Discharge in cu m per sec.
The waterway is kept equal to the regime width.
Please advise what is the proportion of mix to achieve 45N/sq. mm compressive strength with 370Kg.SR cement per cubic meter and 35N/Sq.mm strength with OPC cement 330 kg per cubic
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